Abstract
Moment modification factors of the I-girder with trapezoidal web corrugations subjected to concentrated load, applied at different heights on the cross section and various end restraint conditions, are investigated. The moment modification factors are obtained by finite element buckling analyses. The new FEM program is developed by using beam elements and new general formulas of cross-section properties as well as a new warping constant of the I-girder with trapezoidal web corrugations. The theoretical results of moment modification factors are compared with commercial finite element software (ABAQUS) using shell elements. A series of finite element analyses with different corrugation profiles and lengths is performed. Through comparative numerical studies, the theoretical results are successfully verified. The moment modification factors from the SSRC Guide are compared with present FEM results. The new values of the variable Cb, the moment modification factor, in the SSRC Guide are proposed as the variable Cb,c to improve the accuracy of lateral-torsional buckling strength.
Original language | English |
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Pages (from-to) | 1773-1787 |
Number of pages | 15 |
Journal | Journal of Constructional Steel Research |
Volume | 67 |
Issue number | 11 |
DOIs | |
Publication status | Published - 2011 Nov |
Bibliographical note
Funding Information:This research was partially supported by a grant (code 07-Technology Innovation-A01) from Construction Technology Innovation Program funded by the Ministry of Construction & Transportation of Korean Government and partially supported by the Korea University Grant .
Keywords
- End restraint conditions
- I-girder
- Load height effects
- Moment modification factor
- Trapezoidal web corrugations
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
- Mechanics of Materials
- Metals and Alloys